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In this paper,Laterite soil adjacent to some stake of the highway in Chenzhou, Hunan section from Xiamen to Chengdu was used to investigate the deformation characteristics and protection methods of the Laterite soil subgrade under the influence of environment factors.Properties like water-holding capacity,capillary rise, coupled heat-moisture transfer and wetting deformation of samples under different compactness were studied through a series of laboratory tests.In addition,by using meteorological data of two consecutive years in Chenzhou,coupled process of moisture transfer and subgrade deformation was stimulated under the impacts of groundwater and the atmosphere.Specific work done in this paper is as follows:(1) Samples under different compactness were subjected to a series of conventional laboratory tests,such as permeability,consolidation,contraction,shear test and etc.

论文以厦门至成都高速公路湖南郴州段的红粘土为研究对象,以环境因素作用下红粘土路基的变形特征与防护方法为研究目的,通过室内试验研究了不同压实度红粘土的持水性能、毛细上升、湿热耦合迁移及湿化变形等特征,借助郴州地区连续两年的气象数据,模拟在地下水和大气的共同作用下路基内部红粘土水分迁移与路基变形的耦合过程,主要研究内容及结论如下:(1)针对不同压实度的红粘土,系统开展了其渗透、固结、收缩、剪切等试验研究。

The paper is to be divided into five sections:The paper starts off in the first section with an introduction of the study of comparative linguistics, emphasizing the status qua of comparative researches on complex sentences, which, later find specific definitions from the points of traditional and functional studies of grammar. The writing purpose and the arrangement of contents are also attached in this part.

全文共分五个部分:本文第一部分介绍了比较语言学,尤其是复合句的比较研究的现状以及存在的问题,介绍了传统语法和功能语法对复合句是如何描述和定义的,并简要归纳了本文的写作目的和内容的基本构成。

Firstly the paper calculate the contribution of industrialstructure transformation to economic growth in Guangdong, in order to confirm therelation between the industrial structure transformation and economic growth, aquantitative analysis on the cross-section data and time array data of the GDP ofGuangdong have be done in this paper. It adopts the method of Co-integration, to dealwith the time array data, so as to ensure the result derived out has more convincingness.

首先通过对广东GDP的横截面数据和时间序列数据的处理,来确认产业结构转型与经济增长之间关系,并采用协整的方法来处理时间序列数据,以保证这样得出的联系更具有说服力,克服了以往采用单一方法进行分析的不足。

A new anchorage system for girder to obtain pretension stress at section top-edge in middle of span is shown. Based on the research of bi-prestressing beams inside test-room and the test of the prestress bar character, method for calculating the full size gird and choosing section are proposed. A new-style corrugated pipe which is shown in the paper is used, to solve the transformation of compressed thread bar and the contradiction between loss of friction resistance and pumping in pipe.

本文通过大量的试验及研究分析,提出了双预应力梁跨中上缘获得预拉应力的新的传力锚固体系;通过对室内双预应力混凝土小梁的研究,检测了预压钢筋的受力性能和预压过程中的某些影响参数;提出了足尺梁计算方法和截面、跨径选择方法;研制了新型哑铃型波纹管,很好地解决了预压钢筋变形、摩阻损失和管道压浆之间的矛盾;通过对30?

According to different axial compression ratio and slenderness ratio, this paper designs 12 types of square section column and 12 types of I section column single-story steel frame structures, and gives overall dimensions and characteristic parameters, then provides data for establishing ANSYS finite element models.

按照不同的轴压比和长细比分别设计 12 种柱截面为方形的单层钢框架和 12 种柱截面为工字形的单层钢框架,给出了单层钢框架体系的总体尺寸及特性参数,为 ANSYS 有限元分析提供建模数据。

The paper gives a detailed introduction to the numerical value analysis for natural smoke evacuation under the condition of fire,and provide scientific basis for the application of natural smoke evacuation in metro section tunnel,the arrangement of ventilation shaft and the section tunnel structure choice.

成都地铁一号线南部浅埋区间隧道在国内首次采用自然通风模式,本文对其在火灾工况下自然排烟模式的数值模拟分析作了详细介绍,为自然排烟方式在地铁区间隧道的应用,以及通风竖井的布置和区间隧道结构形式的选择提供了科学的依据。

Hence, this paper introduces a method of fixing plastic layer with section bar, and framework section bar of greenhouse can be improved by mathematical calculation and strength calculation in order to reduce the cost.

这种方法经过几年的实际应用取得了很好的效果,但是增加了农户的一次性投入成本,导致农户普遍不看好这种新型的型材骨架。

On the basis of analyzing the theory of the modeling of the propeller surface, this paper transforms the section data given by design to the data in Descartes coordinates. Interpolates the section data to get enough data and fits the blade surface with the least square method. A perfect C2 blade surface can be obtained by adjusting the deviation weight and fairing weight. According to the cylinder rough, two rough cut methods are preferred.

本论文在深入分析螺旋桨曲面成型原理的基础上,将设计时给定的桨叶曲面的切面数据转化为笛卡尔坐标系中的坐标,利用B样条方法对截面数据点插值并加密,得到足够的数据点,进而利用最小二乘法拟合出桨叶曲面,通过调整偏离权和光顺权得到了理想的二阶连续的桨叶曲面。

The main research contents are as follows:1. Through massive calculation, analysis and comparison, sum up the similarities and differences between the special-shaped cross sections and rectangular cross sections in mechanical features, between reinforced concrete special-shaped columns and rectangular columns in load-bearing capacity, ductility performance and provide necessary basic concepts and data for further understanding the characteristics of the special-shaped columns;2. Through massive elastic calculations and elasto-plastic analysis, under the preconditions of satisfying the code's requirements for axial compression ratio, limit value of lateral displacement and load-bearing capacity of normal section,oblique section and beam-column joint, under circumstances of different intensity of earthquake, structure dead weight, sort of site and column grid bay dimension, the variation regularity of maximum suitable height of structure, and thus sum up the maximum suitable height of structure for code for the purpose of macro-control while deciding the design scheme;3. Make a preliminary study on the stress feature of reinforced concrete special-shaped column and Z-shaped column of which the ratio of limb length to limb thickness is between 4~5 ,and the preliminary design method is suggested;4. Through elato-plastic time history dynamic analysis of typical projects, check up the weak storey of the special-shaped column structure and yielding, breaking and collapse mechanism to satisfy the earthquake resistant requirement to buildings of remaining stand under strong earthquake;5. Derive for project use simplified calculation formula of vibration period, suitable vibration period, suitable rigidity of special-shaped column structure through theoretical analysis, and provide an easy and practical method for deciding the structure scheme economically, safely and reasonably;6. Based on the study achievements in theory and massive analysis and calculations of this paper, sum up the regularities of inner force, deformation of special-shaped column structure and seismic conceptual design, and thus the suggection of seismic design of special-shaped column structures is presented.

本文研究的主要内容如下:通过大量的计算、分析和对比,总结出异形截面与矩形截面在力学特性、钢筋混凝土异形截面柱与矩形截面柱在承载能力、延性性能等方面的异同,为深入了解异形截面柱的特点提供必要的基本概念和数据;通过大量的弹性及弹塑性计算分析,在满足规程对轴压比、侧移限值及正截面、斜截面、节点承载力抗震验算要求的前提下,在不同抗震设防烈度、结构自重、场地类别及柱网开间尺寸情况下最大适宜高度的变化规律,并在此基础上总结归纳出异形柱结构的最大适用高度规定,可用于规程,以便于在确定方案时起到宏观控制的作用;对肢长与肢厚比在4~5的钢筋混凝土异形截面柱及Z形柱的受力特点进行初步探讨,提出初步的设计方法;通过对典型工程的弹塑性动力时程分析,检验异形柱结构的薄弱层及屈服、破坏、倒塌机制,以达到建筑物大震不倒的抗震设防要求;通过理论分析,推导出异形柱结构自振周期,以及适宜自振周期、适宜刚度的工程实用简化计算公式,为经济、安全、合理地确定结构方案提供简便实用的方法;在本文理论分析、计算以及大量的研究成果基础上,总结归纳出异形柱结构内力、变形的规律及抗震概念设计内容,并在此基础上提出异形柱结构的抗震设计建议。

This paper divides river width into section and calculates radom unsure measure in every section,system uncertain measure(u∧ s 1 ) and so on when the rate to width and depth is more than the range which is provided by "test standard of river discharge".

对单次流量不确定度计算,提出了在宽深比大于《河流流量测验规范》规定的范围时,可进行河宽分段,并计算每段随机不确定度和系统不确定度等各不确定度的方法。

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I didn't watch TV last night, because it .

昨晚我没有看电视,因为电视机坏了。

Since this year, in a lot of villages of Beijing, TV of elevator liquid crystal was removed.

今年以来,在北京的很多小区里,电梯液晶电视被撤了下来。

I'm running my simile to an extreme.

我比喻得过头了。